THURSDAY | 10:30 - 11:45 - Virtual walkway |
MONITOR 1 | ||||||||
AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
10:30 - 10:42 | A FREQUENCY-BASED SITE FORECASTING METHOD USING DEEP LEARNING A. A. Torky, S. Ohno | |||||||
10:42 - 10:54 | PHYSICS-INFORMED NEURAL NETWORKS FOR 1D SITE RESPONSE ANALYSIS Y. Chen, D. Ji, C. Li, W. Wen, C. Zhai | |||||||
10:54 - 11:06 | A RANDOM FOREST-BASED GROUND MOTION MODEL FOR ITALY F. Di Michele, G. Lanzano, S. Sgobba | |||||||
11:06 - 11:18 | MEANET: MAGNITUDE ESTIMATION VIA PHYSICS-BASED FEATURES TIME SERIES, AND NEURAL NETWORKS J. Song, J. Zhu, S. Li, Q. Ma, H. Liu, D. Tao | |||||||
11:18 - 11:30 | ONE-DIMENSIONAL CONVOLUTIONAL NEURAL NETWORK-BASED LIQUEFACTION PREDICTION MODEL X. Long, R. Sun, T. Zheng, Y. Zhang | |||||||
11:30 - 11:42 | SOURCE DEPENDENCY OF SPECTRAL TRANSFER CHARACTERISTICS FOR REALTIME SPECTRAL FORECASTING S. Ohno, A. Torky | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 2 | ||||||||
AIM3 - SENSE AND SENSIBILITY OF MACHINE LEARNING IN NATURAL HAZARDS ENGINEERING | Convenors: N. Bijelic, H. Burton, Y. Xie | ||||||||
10:30 - 10:42 | BAYESIAN NEURAL NETWORKS BASED STRUCTURAL DEMAND SURROGATE MODELS FOR STEEL MOMENT FRAMES J. Fayaz, A. Zsarnoczay | |||||||
10:42 - 10:54 | ACCELERATING FINITE-ELEMENT STRUCTURAL ELASTIC DYNAMIC ANALYSIS USING GPU COMPUTING G.A. Araújo R., B.G. Simpson, M. Zhu, M.H. Scott | |||||||
10:54 - 11:06 | AN INTERPRETABLE MODEL TO PREDICT THE SEISMIC FAILURE MODE OF RC SHEAR WALLS Z. Tuna Deger, G. Taskin Kaya | |||||||
11:06 - 11:18 | LEVERAGING MACHINE LEARNING ALGORITHMS FOR REGRESSION ANALYSIS IN SHAKE TABLE DATA PROCESSING K. Erler, G. Mosqueda | |||||||
11:18 - 11:30 | STRUCTURAL RESPONSE PREDICTED BY NEURAL NETWORKS AND EXPLAINED BY STRUCTURAL DYNAMICS S. Gunay, I.K. Pang, K. Mosalam | |||||||
11:30 - 11:42 | ENHANCING NONLINEAR MODELING PARAMETERS OF RC COLUMNS USING MACHINE LEARNING TECHNIQUES H. Khodadadi Koodiani, E. Jafari, A. Matamoros | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 3 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | MESH REINFORCEMENT RETROFITTING TECHNIQUE FOR STRENGTHENING MASONRY INFILL WALLS S. Wagle | |||||||
10:41 - 10:52 | ASSESSMENT FOR URM BUILDINGS SUBJECTED TO EARTHQUAKES IN GRONINGEN USING APPLIED ELEMENT METHOD M. Sabia, F. Grande, A. Elfouly | |||||||
10:52 - 11:03 | VALIDATION STRATEGY FOR NOVEL INTEGRATED RETROFIT SOLUTIONS: A DEM-BASED STUDY N. Damiani, L. Albanesi, C.F. Manzini, P. Morandi | |||||||
11:03 - 11:14 | STRENGTHENING OF UNREINFORCED MASONRY WALLS USING STEEL WIRE REINFORCED CEMENTITIOUS MATRIX D. Tripathy, V. Singhal | |||||||
11:14 - 11:25 | PALAZZO MARTELLI IN FLORENCE: STRUCTURAL ANALYSIS WITH PROPOSAL OF SEISMIC RETROFITTING C. Vienni, M. Orlando, F. Lensi | |||||||
11:25 - 11:35 | SEISMIC RETROFIT OF LOAD BEARING URM WALLS WITH INTERNALLY PLACED REINFORCEMENT AND SURFACE-BONDED FRP SHEETS A. Sabri, M. Saatcioglu | |||||||
11:35 - 11:45 | ATTEMPT TO PROMOTE THE SEISMIC RETROFITTING FOR THE PUBLIC BUILDINGS IN MONGOLIA. S. Fukushima, Y. Amano, N. Bayarsaikhan, G. Bayasgalan, K. Owada | |||||||
MONITOR 4 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | TRM-STRENGTHENED FULL-SCALE MASONRY WALLS SUBJECTED TO IN-PLANE CYCLIC LOADS UNDER FIRE ACTION S. Ivorra, L. Estavan, B. Torres, F.J. Baeza, F.B. Varona | |||||||
10:41 - 10:52 | DYNAMIC IDENTIFICATION OF A STRENGTHENED RESIDENTIAL STONE MASONRY BUILDING D. Gautam, R. Adhikari, R. Baruwal, D. Thapa, S. Olafsson, R. Rupakhety | |||||||
10:52 - 11:03 | STRENGTHENING SOLUTIONS FOR TRADITIONAL ROMANIAN PAIANTA HOUSES: OVERVIEW OF THE STRONGPA PROJECT A. Dutu, I. Hirano, S. Mey, M. Niste, D. Mocanescu, S. Kishiki, I.G. Craifaleanu | |||||||
11:03 - 11:14 | INVESTIGATING THE EFFECT OF MOISTURE ON NON-RETROFITTED AND RETROFITTED MASONRY STRUCTURES Z. Multazam, T. Atmaja, K. Yamamoto, K. Meguro | |||||||
11:14 - 11:25 | COMPARING SEISMIC PERFORMANCE OF TRADITIONAL AND RETROFITTED STONE MASONRY MODELS SET IN MUD MORTAR J. Bothara, R. Sheshagiri Rao, S. Shrestha, N. Nidal, D. Dahal, R. Desai, P. Manandhar, P. Pradhan, S. Brzev, A. Charleson, V. Rawal, J. Ingham, D. Dizhur | |||||||
11:25 - 11:35 | NEW OPTIMAL DESIGN OF STEEL FRAMES FOR IMPROVING MASONRY STRUCTURAL PERFORMANCE S. Benfratello, S. Caddemi, L. Palizzolo, B. Pantò, D. Rapicavoli | |||||||
11:35 - 11:45 | CRM AND FRCM HEMP-BASED SYSTEMS FOR SEISMIC RETROFIT OF EXISTING BUILDINGS A. Davino, E. Meglio, A. Formisano | |||||||
MONITOR 5 | ||||||||
ASR12 - SEISMIC RETROFIT OF EXISTING BUILDINGS | Convenors: M. Fragiadakis, A. Sextos, H. Varum | ||||||||
10:30 - 10:41 | EXPERIMENTAL INVESTIGATION ON THE USE OF MECHANICAL FASTENERS TO ANCHOR FRP COMPOSITE STRIPS J. Duran, J. Cantrell | |||||||
10:41 - 10:52 | SEISMIC PERFORMANCE OF TYPICAL SCHOOL FACADES CONSTRUCTED WITH URM WALLS IN COLOMBIA D. Feliciano, S. Savvas, R. Bonett, C. Blandón, I. Bozulic, M. Haindl, I. Tómic, K. Beyer, O. Arroyo, J. Carrillo, C. Takeuchi | |||||||
10:52 - 11:03 | A NOVEL DISSIPATIVE LOCKING DEVICE FOR SEISMIC PROTECTION OF EXISTING AND NEW STRUCTURES I. Calio, B. Izzuddin | |||||||
11:03 - 11:14 | THE CRITICAL ROLE OF FLOOR DIAPHRAGMS IN THE SEISMIC RETROFIT OF EXISTING BUILDINGS M. Milesi, C. Passoni, E. Casprini, A. Belleri, A. Marini | |||||||
11:14 - 11:25 | EXPERIMENTAL EVALUATION OF RC COLUMNS RETROFITTED BY TRC PANELS WITH FRP ANCHORAGES S. Kim, J. Lee, W.J. Hwang, S.J. Kim | |||||||
11:25 - 11:35 | AN INNOVATIVE SOLUTION FOR THE SEISMIC RETROFIT OF EXISTING BUILDINGS S. Caprili, F. Mattei, W. Salvatore | |||||||
11:35 - 11:45 | PERFORMANCE OF RC INFILL WALLS FOR SEISMIC RETROFITTING OF RC-FRAMES AT VARIOUS EARTHQUAKE INPUTS E. Georgiou, C. Petridis, N. Kyriakides | |||||||
MONITOR 6 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPARISON OF THE BEHAVIOR OF CONNECTIONS UN RC FRAMES DESIGNED WITH LOW AND HIGH DUCTILITY O. López Batiz, S. Muñoz Irigoyen, C. Muñoz Irigoyen | |||||||
10:39 - 10:48 | INVESTIGATION OF OVERSTRENGTH AND STRENGTH REDUCTION FACTORS FOR SEISMIC DESING OF RC BEAMS N. Hajimohammadyazdi, S. Epackachi, V. Sadeghian, A. Deylami | |||||||
10:48 - 10:57 | INELASTIC DISPLACEMENT DEMAND PREDICTION USING MACHINE LEARNING A. Tarawneh, H. Dwairi, R. Alawadi | |||||||
10:57 - 11:06 | CONFINEMENT EFFECTS OF HOOPS AND SPIRAL REINFORCEMENT ON UHPC COLUMNS M. Cimesa, M. Moustafa | |||||||
11:06 - 11:15 | BEHAVIOUR OF SUBSTANDARD RC BUILDINGS A NUMERICAL INVESTIGATION E.M. Oztoprak, R. Garcia, I. Laory | |||||||
11:15 - 11:24 | EXPERIMENTAL STUDY OF POST-INSTALLED ANCHOR EMBEDDED IN CONCRETE UNDER SIMULATED SEISMIC S. Lee, W. Shim, W. Jung | |||||||
11:24 - 11:33 | COMBINED USED OF DIFFERENT UNCOVENTIONAL SEISMIC PROTECTION METHODS P. Cicchiello | |||||||
11:33 - 11:42 | ASSESSMENT OF THE STRUCTURAL ROBUSTNESS OF AN RC PIER AS A RESILIENCE PROXY A. Aloisio, M. Pelliciari, S. Sirotti, A. Contento, B. Briseghella | |||||||
11:42 - 11:51 | OFFSHORE JACKET STRUCTURE DYNAMICS: A PROBABILISTIC SEISMIC PERFORMANCE ASSESSMENT S. Dashti, K. Tarbali, C. Zhou, J.G. Chase | |||||||
MONITOR 7 | ||||||||
CMS99 - MODELLING, ANALYSIS, DESIGN, ASSESSMENT, RETROFITTING AND TESTING OF COMPONENTS AND STRUCTURES | Convenors: G. Gabbianelli, E. Brunesi | ||||||||
10:30 - 10:39 | COMPLIANCE ISSUES IN REINFORCED CONCRETE CONSTRUCTION PRACTICE: INSIGHTS FROM NON-DESTRUCTIVE TESTS J. Roach-Gray | |||||||
10:39 - 10:48 | EVALUATION OF FLEXURAL-TENSION LONG-TERM PERFORMANCE OF FRP COMPOSITE MATERIALS FOR QUALITY CONTROL W. Jung, S. Lee, Y. Bae | |||||||
10:48 - 10:57 | INDIRECT METHOD TO CALCULATE EFFECTIVE PRESTRESS FORCE IN POST-TENSIONED BEAMS E. Carrera, A. Escobar, V. Cecilio, R. Gomez | |||||||
10:57 - 11:06 | ON THE NECESSARY NUMBER OF AFTERSHOCKS FOR SEISMIC COLLAPSE RISK ASSESSMENT OF BUILDINGS S. Amiri, S. Koboevic | |||||||
11:06 - 11:15 | RESEARCH ON STEEL STRUCTURAL PERFORMANCE BASED ON MOLECULAR DYNAMICS S. Bao, J. Zhou, K. Song, X. Zhao, Y. Tian, R. Li | |||||||
11:15 - 11:24 | SEISMIC FRAGILITY ASSESSMENT OF A MEDICAL TOWER EQUIPED WITH BRBS UNDER SEISMIC SEQUENCES IN MEXICO F. Cueto Jimenez, H. Guerrero Bobadilla, E. Lluhen, E. Bojorquez, R. Sanchez, C. Viramontes Heredia | |||||||
11:24 - 11:33 | MODELLING OF RC BEAM-COLUMN JOINTS: A REVIEW K. Parate, R. Kumar, L. Gupta, S. Bakre | |||||||
11:33 - 11:42 | RECENT RESEARCH ON SEISMIC BEHAVIOR OF DAMAGE-CONTROL FUSES FOR WELDED BEAM-TO-COLUMN CONNECTIONS X. Lin, H. Li, L. Zhang, T. Okazaki | |||||||
MONITOR 8 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
10:30 - 10:40 | BUILDING SEISMIC RESILIENCE FOR NEW ZEALAND - PAST, NOW AND FUTURE L. Li, A. Chang-Richards, M. Boston, K. Elwood, C. Molina Hutt | |||||||
10:40 - 10:50 | DEVELOPMENT OF A RECONNAISSANCE DATA COLLECTION TOOL FOR FUNCTIONAL RECOVERY OF BUILDINGS N.R. Hanifa, C. McKenney, M. Mohammed, S. Sattar, L. Arendt | |||||||
10:50 - 11:00 | RESILIENCE ASSESSMENT OF RC BUILDINGS FOCUSING ON LOSS OF FUNCTIONALITY CAUSED BY REPAIR WORK H. Kinugasa, T. Mukai, H. Choe | |||||||
11:00 - 11:10 | DO CODE-CONFORMING BUILDINGS POSSESS SEISMIC RESILIENCE? COST, FUNCTIONALITY, AND RECOVERY INSIGHTS M.R. Joo, R. Sinha | |||||||
11:10 - 11:20 | TOWARDS A DIRECT LOSS-BASED DESIGN PROCEDURE FOR LOW-RISE BASE-ISOLATED BUILDINGS D. Suarez, R. Gentile, G.M. Calvi | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 9 | ||||||||
EVO1/2/4 - ADVANCES TOWARDS FUNCTIONAL RECOVERY BASED DESIGN | Convenors: M. Koliou, A. Liel, C. Molina Hutt, C. Haselton, R. Zimmerman, D. Cook, S. Sattar, K. Johnson | ||||||||
10:30 - 10:40 | LIMIT STATES FOR POST-EARTHQUAKE VISUAL INSPECTION AND REPAIR OF SHEAR-CONTROLLED WALLS S. Abdullah, E. Opabola, K. Elwood, J. Wallace | |||||||
10:40 - 10:50 | IMPROVED FEMA P-58 FRAGILITY FUNCTIONS FOR ACCELERATION-SENSITIVE COMPONENTS FOR FUNCTIONAL RECOVERY D.P. Welch, M.J. Echeverria, E. Almeter, D.J. DeBock, C.B. Haselton, D.T. Cook, A.B. Liel | |||||||
10:50 - 11:00 | STEEL MOMENT FRAMES WITH ENHANCED POST-YIELD STIFFNESS TO IMPROVE FUNCTIONAL RECOVERY P. Richards, A. McCall, J. Marshall | |||||||
11:00 - 11:10 | FEMA P-58 SEISMIC PERFORMANCE ASSESSMENT OF THE NEW ST. PAUL'S HOSPITAL, VANCOUVER, CANADA J. Sherstobitoff, B. Keshavarz, J. Salmon | |||||||
11:10 - 11:20 | UNIVERSITY OF BRITISH COLUMBIA JACK BELL UPGRADE: BUILDING THE PERFORMANCE YOU NEED J. Perrett, D. Gam, M. Mieler, I. Almufti | |||||||
11:20 - 11:45 | DISCUSSION | |||||||
MONITOR 10 | ||||||||
GEO6 - RESILIENT APPLICATIONS AND SOIL STRUCTURE INTERACTION SSI MODELLING FOR BUILDINGS AND BRIDGES | Convenors: D. Forcellini, G. Chiaro, A. Palermo | ||||||||
10:30 - 10:41 | A FINN-PYKE BEAM-LIKE MODEL FOR SIMULATING SEISMIC SOIL-STRUCTURE INTERACTION L. Bombaci, D. Rapicavoli, A. Petalas, B. Panto, I.D. Calio | |||||||
10:41 - 10:52 | SIMPLE ESTIMATION OF BOTTOM AND LATERAL SOIL SPRINGS OF PILE FOUNDATION WITH EMBEDMENT S. Yamamoto, H. Liu, M. Nagano | |||||||
10:52 - 11:03 | SITE TERRAIN EFFECT ON BUILDINGS RESPONSES CONSIDERING SITE-CITY INTERACTION M. Sayed, O. Kwon | |||||||
11:03 - 11:14 | SSI ANALYSIS OF NPP BY DOMAIN REDUCTION METHOD PART II EMBEDDING SHAPE AND SOIL PROPERTY Y. Nitta, K. Sasaki, R. Morobishi, T. Ogata | |||||||
11:14 - 11:25 | SEISMIC CODES-BASED ANALYSIS OF SOIL-STRUCTURE-INTERACTION EFFECTS ASSOCIATED WITH SITE EFFECTS M. Beneldjouzi, M. Hadid, N. Laouami, M. Remki | |||||||
11:25 - 11:36 | STUDY ON PILE-SOIL-STRUCTURE INTERACTION OF FRAME STRUCTURES IN MOUNTAINOUS AREAS J. Han, W.Y. Xu, G.J. Wang, Q.L. Zhang, L.P. Liu, Y.M. Li | |||||||
MONITOR 11 | ||||||||
GRM1 - ROTATIONAL SEISMIC GROUND MOTIONS AND THEIR ENGINEERING SIGNIFICANCE | Convenors: Z. Zembaty, H. Igel, P. Bonkowski | ||||||||
10:30 - 10:40 | A PARAMETRIC STUDY ON THE EFFECT OF ROTATIONAL SEISMIC GROUND MOTIONS ON NONLINEAR BUILDING RESPONSE F. Vicencio, N. Alexander | |||||||
10:40 - 10:50 | INVESTIGATING THE IMPACT OF ROTATIONAL COMPONENTS ON THE BUILDING RESPONSES R.K. Sriwastav | |||||||
10:50 - 11:00 | SIMULATION STUDY OF ROTATIONAL SENSING IN MONITORING PLASTIC HINGE FORMATION DURING SEISMIC DAMAGE. M. Jaworski, Z. Zembaty, P. Bonkowski | |||||||
11:00 - 11:10 | ESTIMATION OF ROCKING GROUND MOTION NEAR A REVERSE FAULT V.K. Singla, N. Ansari, W. Ghosh | |||||||
11:10 - 11:20 | GROUND MOTION PREDICTION EQUATIONS FOR ROTATIONAL GROUND MOTIONS OF NEAR FIELD IN A DEEP MINING AREA A. Lurka, G. Mutke, Z. Zembaty | |||||||
11:20 - 11:30 | THREE-AXIS ROTATIONAL FIBER-OPTIC SEISMOGRAPH FOR SEISMIC EXPLORATION A. Kurzych, L. Jaroszewicz, M. Dudek, B. Sakowicz, R. Kielbik | |||||||
11:30 - 11:40 | 4C EARTHQUAKE RECORDINGS AT GRAN SASSO FOR A BETTER COMPREHENSION OF GROUND MOTION D. Famiani, G. De Luca, A. Govoni, A. Mercuri, G. Carelli, S. Castellano, A. Di Virgilio, E. Maccioni, P. Marsili | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 12 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
10:30 - 10:39 | NEGATIVE STIFFNESS & INERTER-BASED MECHANISMS: SEISMIC HYBRID CONTROL STRATEGY FOR ISOLATED BRIDGES N.U. Islam, K. Bajad | |||||||
10:39 - 10:48 | MULTI-OBJECTIVE OPTIMIZATION OF BUILDINGS EQUIPPED WITH TWO-LAYER ISOLATION SYSTEMS WITH INERTERS O. Contreras-Bejarano, D. Lopez-Garcia, J.D. Villalba-Morales | |||||||
10:48 - 10:57 | CONTROL PERFORMANCE OF SLOPED ROLLING-TYPE BEARINGS WITH AN ADDED ROTATIONAL INERTER S. Wang, Y. Lai, T. Hsu, C. Yu, Y. Chang, P. Chen | |||||||
10:57 - 11:06 | SEISMIC CONTROL OF BUILDINGS USING NONLINEAR ENERGY SINK DEVICES WITH ROTATIONAL COMPONENTS C. Chang, T. Kao | |||||||
11:06 - 11:15 | DEEP REINFORCEMENT LEARNING FOR SEISMIC STRUCTURAL CONTROL DEVICES WITH VARIABLE INETER T. Asai, Y. Inaba | |||||||
11:15 - 11:24 | AN EXPERIMENTAL AND THEORETICAL EXAMINATION OF AN INERTER UTILIZING A NOVEL SPATIAL CAM MECHANISM R. Zhang, M. Wu, L. Hao, Y. Liu | |||||||
11:24 - 11:33 | EARTHQUAKE RESPONSE PREDICTION BASED ON RESPONSE SPECTRUM CONSIDERING CHARACTERISTIC CHANGE IN LRB Z. Zhu, M. Kobayashi | |||||||
11:33 - 11:42 | A PASSIVE CONTROL SYSTEM TO MITIGATE SEISMIC DEMAND TO HORIZONTAL AXIS WIND TURBINE STRUCTURES E. Sorge, C. Riascos, N. Caterino | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 13 | ||||||||
IDD6 - NEW PERSPECTIVES IN SEISMIC ISOLATION AND ENERGY DISSIPATION FOR VIBRATION CONTROL OF STRUCTURES | Convenors: V. Quaglini, P.M. Calvi, T.C. Becker, E. Bruschi, M. Scamardo | ||||||||
10:30 - 10:39 | THE SEISMIC PROTECTION AS A KEY PLAYER FOR STRUCTURAL RESILIENCE M. Sartori, S. Barone, M. Ambor, G. Bresaola, I. Zivanovic | |||||||
10:39 - 10:48 | ENHANCING SEISMIC PERFORMANCE OF BUILDINGS AND NON-STRUCTURAL COMPONENTS BY FACADE ISOLATION SYSTEM A. Moeinadini, M. Ziyaeifar, M. Nekooei | |||||||
10:48 - 10:57 | DESIGN OPTIMIZATION OF HIGH-RISE BUILDINGS EQUIPPED WITH OUTRIGGER SYSTEMS AND SLB DEVICES F. Del Vecchio, G. Serino, A. Formisano, L. Bozzo | |||||||
10:57 - 11:06 | MULTI-SUPPORTED ROCKING MOTIONS OF TRILITH STRUCTURES F. Manni, M. Vassiliou, M. Su, M. Broccardo | |||||||
11:06 - 11:15 | CONTROL ALGORITHM APPLICATION IN STRUCTURES SUBJECTED TO EARTHQUAKE EXCITATION E. Daktylidis, C. Repapis, N. Pnevmatikos | |||||||
11:15 - 11:24 | ENERGY ABSORBING MULTILAYERED SELF-RECOVERING METAMATERIALS FOR VIBRATION ATTENUATION V. Diana, A. Bacigalupo, L. Gambarotta | |||||||
11:24 - 11:33 | SEISMIC HAZARD CONTROL TECHNOLOGIES FOR BUILDINGS, BRIDGES, AND SENSITIVE EQUIPMENT: CASE STUDIES M. Mohammed, A. Ibrahim, S. Darling, A. Atiek, J. Gimenez | |||||||
11:33 - 11:45 | DISCUSSION | |||||||
MONITOR 14 | ||||||||
REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
10:30 - 10:40 | INTERACTIVE RAPID EARTHQUAKE EVALUATION TRAINING FOR STRUCTURAL ENGINEERS J. Wong, S. Humayoun, M. Seto, K. Nguyen, S. Win | |||||||
10:40 - 10:50 | DESIGNING RISK-DEPENDENT RAPID EARTHQUAKE LOSS ASSESSMENT SYSTEMS A. Taherian, V. Silva, R. Vicente | |||||||
10:50 - 11:00 | CORDONING TECHNICAL GUIDANCE FOR DECREASED POST-EARTHQUAKE DOWNTIME AND IMPROVED FUNCTIONAL RECOVERY S.R. Arizabal, F. Galvis, J. Osteraas, A. Inhofer, J. Wegleitner, A. Puah | |||||||
11:00 - 11:10 | DEEP LEARNING-BASED BUILDING DAMAGE IDENTIFICATION FROM HIGH-RESOLUTION SATELLITE IMAGES H. Miura | |||||||
11:10 - 11:20 | COMBINING PARAMETRIC AND IMAGE SEGMENTATION MODELS FOR POST-EARTHQUAKE BUILDING DAMAGE ASSESSMENT W.N. Kuo, F.J. Tsai, S.Y. Lin | |||||||
11:20 - 11:30 | DEMONSTRATION EXPERIMENT OF OBSERVATION SYSTEM USING SMART-PHONE IN RC APARTMENT BUILDING K. Ariki, T. Mukai, T. Suzuki, K. Murata | |||||||
11:30 - 11:40 | RAPID SEISMIC DAMAGE ASSESSMENT METHOD FOR BUILDINGS BASED ON DATA AUGMENTATION AND DEEP LEARNING Q. Cheng, H. Ren, L. Xie | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 15 | ||||||||
REC5 - INNOVATIONS IN RAPID POST EARTHQUAKE ASSESSMENT METHODS AND TECHNOLOGIES | Convenors: M. Kowalsky, C. Casarotti | ||||||||
10:30 - 10:40 | ESTIMATION OF DAMAGE STATE OF WOODEN HOUSES USING RESPONSE ACCELERATIONS BASED ON MACHINE LEARNING Y. Maruyama, R. Ogino, W. Liu | |||||||
10:40 - 10:50 | DAMAGE ASSESSMENT OF URBAN AREAS DUE TO THE 2023 TURKEY EARTHQUAKE USING ALOS-2 IMAGES W. Liu, Y. Maruyama, F. Yamazaki | |||||||
10:50 - 11:00 | STUDY ON REQUIREMENTS FOR RECOGNIZING SEISMIC DAMAGE OF BRIDGES FROM DIGITAL IMAGES T. Kobayashi, K. Yoshitani, M. Ohsumi | |||||||
11:00 - 11:10 | SYNTHETIC DATA FOR VISION-BASED POST-EARTHQUAKE INSPECTIONS V. Hoskere, S. Varghese, R. Bazrgary | |||||||
11:10 - 11:20 | RECALIBRATING PAGER'S EMPIRICAL FATALITY AND ECONOMIC LOSS MODELS FOR THE OPERATIONAL RESPONSE K. Jaiswal, K. Marano, M. Hearne, D. Wald | |||||||
11:20 - 11:30 | RECENT ADVANCEMENTS IN RAPID SHAKING AND IMPACT ASSESSMENTS AT THE USGS NEIC D. Wald, E. Thompson, B. Worden, V. Quitoriano, K. Jaiswal, P. Burgi, M. Hearne, S. Xu, X. Li, H. Noh | |||||||
11:30 - 11:45 | DISCUSSION | |||||||
MONITOR 16 | ||||||||
RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
10:30 - 10:43 | GEOTECHNICAL SEISMIC ISOLATION (GSI): A UNIVERSALLY APPLICABLE APPROACH FOR DESIGN AND RETROFIT H.H. Tsang | |||||||
10:43 - 10:56 | EFFECT OF FOUNDATION INCLINATION ON THE PERFORMANCE OF A LOW-COST SLIDING BASE-ISOLATION SYSTEM Z. Zhang, N. Alexander, A. Sextos | |||||||
10:56 - 11:09 | PERFORMANCE OF SEISMIC BANDS IN STONE MASONRY BUILDING INCORPORATING WALL-TO-WALL CONNECTION S. Upadhyaya, V. Singhal | |||||||
11:09 - 11:22 | POST-TENSIONED CLAMPS TO RETROFIT RC COLUMNS IN LARGE BUILDING INVENTORIES IN DEVELOPING COUNTRIES J.D. Rincon, S. Pujol | |||||||
11:22 - 11:35 | RESILIENCE OF SCHOOL COMMUNITIES IN MALAWI J. Agarwal, R. Parajuli, M. Xanthou, A. Sextos, I. Ngoma, I. Kafodya | |||||||
11:35 - 11:48 | WHAT IF THE 2015 GORKHA EARTHQUAKE HAPPENS AGAIN? HOW HAS RECOVERY MODIFIED THE RISK? D. Maharjan, D. Chapagain, P. Rawal, B. Shrestha, R. Prajapati, G. Basyal, S. Pradhan, S. Shrestha, A. Calderón, C. Yepes-Estrada, V. Silva | |||||||
MONITOR 17 | ||||||||
RES10 - SEISMIC RESILIENCE OF STRUCTURES IN LOW-INCOME REGIONS | Convenors: A. Sextos, K. Beyer, A. Tsiavos | ||||||||
10:30 - 10:43 | TYPOLOGY ASSESSMENT OF TRADITIONAL STONE MASONRY BUILDINGS IN GARHWAL REGION OF THE INDIAN HIMALAYAS S. Gupta, M. Khajuria, R. Dubey, P.C.A. Kumar | |||||||
10:43 - 10:56 | TYPOLOGY ASSESSMENT OF TRADITIONAL STONE MASONRY BUILDINGS IN THE GARHWAL REGION OF THE HIMALAYAS S. Gupta, R. Dubey, P.C.A. Kumar | |||||||
10:56 - 11:09 | EXPERIMENTAL DETERMINATION OF KINETIC FRICTION FOR LOW-COST PVC-SAND-PVC SEISMIC ISOLATION SYSTEMS Y.M. Sezer, A. Gonzalez-Buelga, A. Diambra, N.A. Alexander, A.G. Sextos | |||||||
11:09 - 11:22 | DESIGNING A SELF-SUFFICIENT AND EARTHQUAKE-RESILIENT FUTURE HOUSE WITH AN OUTER ENCASING STRUCTURE M. Zaryoun, M. Hosseini | |||||||
11:22 - 11:35 | EARTHQUAKE DISASTER RISK ASSESSMENT: A PROPOSAL FOR RISK INDEXING OF BUILT ENVIRONMENTS B. Prakke, P.K. Ramancharla | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 18 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | NUMERICAL AND EXPERIMENTAL STUDY OF RC INFILLED FRAME STRUCTURES CONSIDERING NONLINEAR LOCAL EFFECTS S. Ben-Nun, A. Brodsky | |||||||
10:43 - 10:56 | NUMERICAL EVALUATION PROCEDURE FOR POST-EARTHQUAKE RESIDUAL FATIGUE LIFE OF RC FRAME BUILDINGS J. Mou, M. Tripathi, R.P. Dhakal, R. Chandramohan | |||||||
10:56 - 11:09 | PERFORMANCE-BASED DESIGN OF REINFORCED CONCRETE SYSTEMS INCLUDING THE CONFINEMENT EFFECTS P. Castaldo, E. Miceli, S. Ferrara | |||||||
11:09 - 11:22 | PRE-TEST NUMERICAL MODELING OF THE CFS-NHERI 10-STORY CAPSTONE BUILDING J. Zhang, A. Singh, M. Eladly, B. Schafer, T. Hutchinson | |||||||
11:22 - 11:35 | SEISMIC BEHAVIOR OF PRECAST BUILDING FRAMES UNDER NEAR AND FAR FIELD EARTHQUAKES A.S. Ingle, S.D. Bharti, M.K. Shrimali, J. Panda, H.R. Magarpatil | |||||||
11:35 - 11:48 | SEISMIC ASSESSMENT OF A R.C. CHURCH BUILDING: 3D VS. 2D NON-LINEAR MODELLING G. Brandonisio, M. Postiglione, B. Calderoni, B. Sandoli | |||||||
MONITOR 19 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | SEISMIC RESPONSE OF THE DIAGRID STRUCTURAL SYSTEM E. Tapia-Hernandez, R. Lopez-Tellez | |||||||
10:43 - 10:56 | NON-LINEAR SEISMIC ANALYSES OF THE ITER TOKAMAK COMPLEX AND MACHINE FOR BEYOND DESIGN-BASIS SCENARIOS V. Dominguez, F. Rueda, L. Maqueda, C. Meléndez, D. Combescure, X. Zhang, T. Schioler, L. Patisson | |||||||
10:56 - 11:09 | SIMPLIFIED NONLINEAR MODELING FOR SEISMIC ASSESSMENT OF BUILDINGS J.L. Lin, M.C. Chuang | |||||||
11:09 - 11:22 | SEISMIC DESIGN OF IRREGULAR BUILDINGS: NONLINEAR ANALYSIS AND CASE STUDY OF 1568 ALBERNI, VANCOUVER. E. Dezhdar, F. Bagatini-Cachuco, M. Bilotta, H. Glotman | |||||||
11:22 - 11:35 | VERIFICATION MODEL FOR STRUCTURAL PENETRATIONS IN LOW-RISE THERMALLY BASE-INSULATED BUILDINGS J. Zizmond, M. Dolsek | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 20 | ||||||||
SDM10 - SEISMIC NONLINEAR MODELLING OF BUILDINGS IN THE ENGINEERING PRACTICE: DESIGN AND ASSESSMENT | Convenors: S. Cattari, G. Magenes, S. Antoniou | ||||||||
10:30 - 10:43 | SEISMIC VULNERABILITY OF REINFORCED CONCRETE FRAMES ACCOUNTING FOR MATERIAL PROPERTIES UNCERTAINTY D. Novoa, O. Arroyo, J. Obando, D. López-García, J. Carrillo | |||||||
10:43 - 10:56 | THE EFFECT OF FOUNDATION ROCKING ON THE SEISMIC RESPONSE OF BASE-ISOLATED STRUCTURES D. Fang, Y. Dong, Q. Su, X. Xv, X. Zhang, F. Guo | |||||||
10:56 - 11:09 | TWO-ELEMENT HYBRID SIMULATION OF A SIX-STORY HYBRID DUCTILE-ROCKING BRACED FRAME H. Zhang, P. Mortazavi, O. Kwon, C. Christopoulos | |||||||
11:09 - 11:22 | SEISMIC PERFORMANCE ASSESSMENT OF WALL-SLAB PRECAST BUILDING MODEL. S. Chougule, S.D. Bharti, M.K. Shrimali, T.K. Datta, J. Arlekar | |||||||
11:22 - 11:35 | THE NATURE OF THE VERTICAL DISTRIBUTION OF SEISMIC RESPONSES IN MULTI-STORY BUILDINGS I.B. Kuzucu, R.B. Fleischman, D. Zhang | |||||||
11:35 - 11:45 | DISCUSSION | |||||||
MONITOR 21 | ||||||||
SHM7 - TOWARDS A NEW VISION OF CIVIL ENGINEERING: DIGITAL INNOVATION TO STRUCTURAL HEALTH MANAGEMENT | Convenors: S. Ruggieri, A. Saisi, A. Nettis | ||||||||
10:30 - 10:40 | MULTISOURCE DATA APPROACH FOR SEISMIC FRAGILITY ASSESSMENT OF MASONRY BUILDINGS AT REGIONAL SCALE C. Tosto, V. Leggieri, S. Ruggieri, G. Uva | |||||||
10:40 - 10:50 | DEEP-LEARNING TECHNIQUES FOR STRUCTURAL HEALTH MANAGEMENT OF HISTORICAL CONSTRUCTIONS N. Karimi, M. Mishra, P.B. Lourenço | |||||||
10:50 - 11:00 | BMS-INSAR: GIS PLUGIN FOR BRIDGE PORTFOLIO SERVICE DISPLACEMENT ANALYSIS THROUGH MTINSAR DATA M. Calò, S. Ruggieri, A. Nettis, G. Uva | |||||||
11:00 - 11:10 | RESEARCH ON 3D ASSEMBLY OF PILLARS IN JODO-SHU SAINEN-JI HONDO USING 3D POINT CLOUD H. Sato, H. Kajikawa, Z. Wang | |||||||
11:10 - 11:20 | DIGITAL TWIN FOR THE ONLINE STRUCTURAL CONDITION MONITORING OF A STEEL RAILWAY BRIDGE M. Bravo-Haro, C. Jeon, L. Bull, F. Huseynov, P. Fidler, C. Middleton, J. Schooling | |||||||
11:20 - 11:30 | PROBABILISTIC TRAFFIC LOAD ASSESSMENT OF PRESTRESSED GIRDER BRIDGES CONSIDERING CORROSION EVOLUTION A. Nettis, A. Nettis, S. Ruggieri, G. Uva | |||||||
11:30 - 11:40 | SEISMIC VULNERABILITY ANALYSIS OF MASONRY AGGREGATES USING AN AUTOMATED ARCHETYPE-BASED PROCEDURE S. Ruggieri, F.S. Liguori, V. Leggieri, A. Bilotta, A. Madeo, S. Casolo, G. Uva | |||||||
11:40 - 11:45 | DISCUSSION | |||||||
MONITOR 22 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | DEVELOPMENT OF USGS NSHMS: DO SMALL CHANGES IN HAZARD IMPLY SMALL CHANGES IN RISK? N.S. Kwong, K. Jaiswal | |||||||
10:45 - 10:57 | NEW SEISMIC RISK SCENARIOS FOR GUATEMALA CITY L.D. Dávila Migoya, C. Gamboa, M.B. Benito Oterino, J.M. Cabrero Ballarín | |||||||
10:57 - 11:09 | LOW-COST SEISMIC RISK ASSESSMENT FOR NUEVO COLON, COLOMBIA N. Perico, J. Luengas, L. Mateus | |||||||
11:09 - 11:21 | RISK ASSESSMENT FOR THE NANKAI TROUGH MEGAQUAKE CONSIDERING THE DIVERSITY OF OCCURRENCE IN JAPAN H. Nakamura, Y. Tokizane, Y. Komaru, H. Fujiwara | |||||||
11:21 - 11:33 | LARGE-SCALE EARTHQUAKE SCENARIO SIMULATION AND APPLICATION ON DISASTER REDUCTION PLANNING IN TAIWAN B. Wu, S. Ke, K. Ma, C. Chan, C. Lin | |||||||
11:33 - 11:45 | SEISMIC RISK ASSESSMENT FOR MITIGATION AND LONG-TERM PLANNING AT THE NATIONAL AND URBAN LEVEL C. Yepes-Estrada, A. Calderón, J. Ordoñez Obando, A. Prieto, N. García-Millán, M. Gómez, K. Jaiswal, R. Chase, H. Yepes | |||||||
MONITOR 23 | ||||||||
SHR1 - SEISMIC RISK MODELS FOR DECISION SUPPORT: ADVANCEMENTS AND APPLICATIONS | Convenors: P. Kakoty, T.E. Hobbs, R.E. Chase | ||||||||
10:30 - 10:33 | INTRODUCTION | |||||||
10:33 - 10:45 | EARTHQUAKE DISASTER RISK INDEX TO ASSIST LOCAL GOVERNMENTS IN EARTHQUAKE-PRONE AREAS B. Prakke, P.K. Ramancharla, C.V.R. Murty | |||||||
10:45 - 10:57 | EXPOSURE DATABASE OF ITALIAN SCHOOL BUILDINGS FOR SEISMIC RISK AND REAL-TIME DAMAGE SCENARIOS M. Faravelli, M. Onida, M. Pagano, D. Quaroni, B. Borzi, E. Speranza, A. Cafardi, E. Damiani | |||||||
10:57 - 11:09 | USING SEISMIC RISK MODELS TO PROMOTE RISK REDUCTION: EXAMPLES FROM LOW-INCOME COMMUNITIES V. Cedillos, H. Stenner, H. Kumar, J. Rodgers, Y. Lotay, L. Tlau, D. Joshi | |||||||
11:09 - 11:21 | EARTHQUAKE OBSERVATION NETWORK FOR MONITORING OF REGIONAL SITUATIONS AFTER LARGE EARTHQUAKES M. Tsuzuki, J. Tobita, H. Kouyama | |||||||
11:21 - 11:33 | HIGH RESOLUTION RAPID EARTHQUAKE CONSEQUENCES ASSESSMENT SYSTEM FOR THE ABURRÁ VALLEY, COLOMBIA J. Leone, J.E. Rincón, A.B. Acevedo, D. González | |||||||
MONITOR 24 | ||||||||
SHR13/14 - HIGH-RESOLUTION SIMULATION OF REGIONAL EARTHQUAKE RISK AND RECOVERY | Convenors: G. Deierlein, M. DeJong, A. Zsarnoczay, A. Taflanidis | ||||||||
10:30 - 10:40 | ASSESSING TRANSPORTATION RESILIENCE USING AN IMAGE-BASED BRIDGE MODEL & SEMI-DYNAMIC TRAFFIC MODEL M.B. Virtucio, B. Zhao, B. Cetiner, E. Taciroglu, K. Soga | |||||||
10:40 - 10:50 | SIMULATE SEISMIC PERFORMANCE OF HIGHWAY BRIDGES IN TRANSPORTATION NETWORKS BY PLOM SURROGATE MODELS P. Lee, K. Zhong, G. Deierlein | |||||||
10:50 - 11:00 | INFLUENCE OF FIDELITY OF REDUCED ORDER MODELS FOR REGIONAL RISK ASSESSMENT APPLICATIONS P. Toofani Movaghar, S. Yi, A. Taflanidis, C. Galasso | |||||||
11:00 - 11:10 | EFFECTS OF SOIL AMPLIFICATION ON BUILDING DAMAGE IN TOKYO LOWLAND DURING THE 1923 KANTO EARTHQUAKE T. Sekiguchi, K. Kimura | |||||||
11:10 - 11:20 | METAMODELS AND FRAGILITY ESTIMATES FOR HIGH-RISE BUILDINGS WITH OUTRIGGER SYSTEMS L. Xing, P. Gardoni, Y. Zhou | |||||||
11:20 - 11:30 | METADATABASE CREATION STOCHASTIC PUSHOVER ANALYSIS AND FEATURE IMPORTANCE STUDY OF STEEL BUILDINGS D. Samadian, I.B. Muhit, N. Dawood | |||||||
11:30 - 11:40 | THE EFFECT OF IMPACT METRICS ON THE INTERPRETATION OF INEQUALITY IN DISASTERS R. Costa, S. Loos | |||||||
MONITOR 25 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
10:30 - 10:42 | CALCULATION METHOD FOR LARGE SEISMIC HAZARD MODELS AND THE 2022 REVISION OF THE NEW ZEALAND NSHM C. DiCaprio, C. Chamberlain, S. Bora, B. Bradley, M. Gerstenberger, A. Hulsey, M. Pagani, M. Simionato | |||||||
10:42 - 10:54 | INVESTIGATION ON THE EFFECT OF RAINFALL AND EARTHQUAKE ON LANDSLIDES USING LS-RAPID D. Vaithiyanathan, S. Vadivel | |||||||
10:54 - 11:06 | DEVELOPMENT OF A SENSOR CLOUD SYSTEM FOR MONITORING EARTHQUAKE MOTION AND DAMAGE H. Azuma, H. Fujiwara | |||||||
11:06 - 11:18 | DEVELOPMENT AND VERIFICATION OF THE JAVA, INDONESIA EXPOSURE MODEL FOR USE IN PSRA R. Weber, P. Cummins, M. Edwards, V. Silva | |||||||
11:18 - 11:30 | OPEN-SOURCE SOFTWARE FOR STATE-DEPENDENT SEISMIC DAMAGE AND LOSSES: THE REAL-TIME LOSS TOOLS C. Nievas, H. Crowley, G. Weatherill | |||||||
11:30 - 11:42 | IMPACT ASSESSMENT OF EEW IN CENTRAL AMERICA B. Orihuela, J. Clinton, A. Papadopoulos, L. Danciu, M. Bose, F. Massin, W. Strauch, R. Yani, L. Mixco | |||||||
11:42 - 11:54 | EVALUATING THE IMPACT OF INTENSITY MEASURE SELECTION ON CONDITIONAL SEISMIC RISK A. Rudman, J. Douglas, E. Tubaldi, F. Scozzese, F. Turchetti | |||||||
MONITOR 26 | ||||||||
SHR16/19 - NEW DATA AND CUTTING-EDGE TECHNOLOGIES FOR SEISMIC HAZARD ASSESSMENT AND RISK MITIGATION | Convenors: L. Danciu, H. Crowley, O.-J. Ktenidou, C. Beauval, A. Araújo Correia, P. Mäntyniemi | ||||||||
10:30 - 10:42 | TOWARDS 'SWISS 3D MAGNITUDE' A. Altindal, C. Cauzzi, T. Diehl, J. Clinton, N. Deichmann, S. Wiemer | |||||||
10:42 - 10:54 | EVALUATION OF EXISTING EMPIRICAL GROUND-MOTION MODELS FOR HAZARD APPLICATION IN ROMANIA C.O. Cioflan, E.F. Manea, L. Danciu, A. Coman, A. Marmureanu | |||||||
10:54 - 11:06 | EGSIM: AN INTERACTIVE WEBSERVICE FOR EXPLORING GROUND MOTION MODELS AND OBSERVATIONAL DATA R. Zaccarelli, G. Weatherill, D. Bindi, F. Cotton | |||||||
11:06 - 11:18 | COMPARATIVE ANALYSIS OF EARTHQUAKE CATALOGS FOR NORTH MACEDONIA Z. Neziri, R. Salic Makreska | |||||||
11:18 - 11:30 | THE ISC COMPREHENSIVE EARTHQUAKE LIST (1904-PRESENT: M >= 4.8) D. Di Giacomo, D. Storchak | |||||||
11:30 - 11:42 | SITE-SPECIFIC CHECKS OF PROBABILISTIC SEISMIC HAZARD MODELS WITH MACROSEISMIC HISTORICAL RECORDS R. Paolucci, D. Albarello | |||||||
11:42 - 11:54 | UNVEILING GROUND MOTION COMPILATION AND TESTING METHODS FOR 2024 EARTHQUAKE MODEL OF THE MIDDLE EAST M.A. Sandikkaya, A. Kale, M. Zare, A. Askan, H. Yalcin, K. Sesetyan, L. Danciu, S. Akkar, B. Guryuva, O. Okasu | |||||||
MONITOR 27 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:32 | INTRODUCTION | |||||||
10:32 - 10:46 | EFFICIENT TSUNAMI INUNDATION PREDICTION UTILIZING DEEP NEURAL NETWORKS Y. Fukutani, M. Motoki | |||||||
10:46 - 11:00 | PROBABILITY DISTRIBUTIONS OF TSUNAMI INTENSITY MEASURES WITH CNNS FROM UPLIFT DATA M. Buenrostro, J.G.F. Crempien, R. Jünemann, A. Urrutia | |||||||
11:00 - 11:14 | DATA SURVEY OF SEISMICALLY ISOLATED BUILDINGS IN THE EXPECTED TSUNAMI INUNDATION AREAS IN JAPAN N. Hirata, M. Kobayashi | |||||||
11:14 - 11:28 | DEMONSTRATING SENSITIVITY OF HAZARD AND RISK ESTIMATES TO ALTERNATIVE TSUNAMI MODELS V. Sadashiva, X. Wang, B. Lukovic, D. Heron | |||||||
11:28 - 11:42 | ESTIMATION OF TSUNAMI HAZARD IN THE INDO-PACIFIC REGION D. Shanker, N. Sabah | |||||||
11:42 - 11:45 | DISCUSSION | |||||||
MONITOR 28 | ||||||||
TNM1/4/6 - TSUNAMIS: PREPAREDNESS, ENGINEERING AND RISK | Convenors: F. Jalayer, K. Goda, M. Del Zoppo, D. Istrati, M. Baiguera, C. Reis, R. Omira | ||||||||
10:30 - 10:35 | INTRODUCTION | |||||||
10:35 - 10:45 | ANALYTICAL TSUNAMI FRAGILITY ASSESSMENT USING CLOUD ANALYSIS J. Wu, F. Jalayer, H. Ebrahimian, S. Lorito, M. Volpe | |||||||
10:45 - 10:55 | CONSISTENT EARTHQUAKE AND TSUNAMI SEQUENTIAL ANALYSIS OF A REINFORCED CONCRETE RESIDENTIAL BUILDING J. Nebrijo, R. Junemann | |||||||
10:55 - 11:05 | UPDATING THE CAPACITY FOR RESISTANCE : APPLICATION TO AN EARTHQUAKE-TSUNAMI CASCADE SCENARIO C. Negulescu, A. Lemoine, S. Le Roy, R. Pedreros, A. Nachbaur, P. Gehl, K. Trevlopoulos | |||||||
11:05 - 11:15 | IMPROVING COMMUNITY RESILIENCE FOR ASSESSING THE PERFORMANCE OF STRUCTURES UNDER TSUNAMI HAZARD M. Del Zoppo, T. Rossetto, J. Melo, M. Di Ludovico, A. Arede, A. Prota, H. Varum, I. Chandler | |||||||
11:15 - 11:25 | CONTEXT-SPECIFICITY OF TSUNAMI VULNERABILITY MODELS FOR BUILT ASSETS J.H. Williams, R. Paulik, W. Khairunisa, T. Kenanthus Avica Putra, A. Gusman | |||||||
11:25 - 11:35 | KAMAISHI BAY SERVES AS A STARK REMINDER OF THE DYNAMIC AND CASCADING EARTHQUAKE AND TSUNAMI EFFECTS C. Reis, R. Omira, R. Omira | |||||||
11:35 - 11:45 | DISCUSSION |